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Tender Value
₹51.6 L
EMD Value
₹1.0 L
Closing Date
9 May 2026, 11:00 amClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
RCF HQ
15 conditions · 4 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.(See detail in tender document)
Definition of Similar work:- "Construction of any type of building like office building, service building, quarters etc."
7 conditions · 4 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
All credential documents submitted through DSC i.e. all document received in E-tenders , will be treated as self attested by tenderer & considered valid for evaluation and there will be no compulsion of manual attestation.
Construction of new substation (11KV/415V) near Worker's Club (SASI) in Rail Coach Factory, Kapurthala.
RCF-CE-WA-EOT-01-26-27
RCF-CE-WA-EOT-01-26-27
Open
Works - General
9 Months
Kapurthala, Punjab
₹0
₹1.0 L
9 May 2026
18 Apr 2026
25 Apr 2026
41 items across 2 schedules · ₹58,21,326.57 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 195 | 205.45 | 40,062.75 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 80 | 253.95 | 20,316 |
| 3 | All kinds of soil | Sqm | 195 | 28.15 | 5,489.25 |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 23 | 6,326.05 | 1,45,499.15 |
| 5 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 31 | 8,364.2 | 2,59,290.2 |
| 6 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 49 | 10,185.05 | 4,99,067.45 |
| 7 | cum | 37 | 10,719.3 | 3,96,614.1 | |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 140 | 307.95 | 43,113 |
| 9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 28.37 | 669.55 | 18,995.13 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 156 | 766.55 | 1,19,581.8 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 85 | 608.35 | 51,709.75 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 70 | 804.25 | 56,297.5 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 6240 | 89.65 | 5,59,416 |
| 14 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 6240 | 89.65 | 5,59,416 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 110 | 6,658.25 | 7,32,407.5 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 85 | 8,288.35 | 7,04,509.75 |
| 17 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 3900 | 93.05 | 3,62,895 |
| 18 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 23 | 3,008.8 | 69,202.4 |
| 19 | Exceeding 10.00 sqm and upto 16.80 sqm in the area | Sqm | 23 | 1,108.7 | 25,500.1 |
| 20 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). | Sqm | 2 | 668.95 | 1,337.9 |
| 21 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | Kg | 46 | 69.35 | 3,190.1 |
| 22 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 3120 | 102.25 | 3,19,020 |
| 23 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 234 | 545 | 1,27,530 |
| 24 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 234 | 905.8 | 2,11,957.2 |
| 25 | 110 mm diameter | Metre | 46 | 319.75 | 14,708.5 |
| 26 | 1:4 (1 cement: 4 fine sand) | Sqm | 312 | 294.85 | 91,993.2 |
| 27 | 1:6 (1 cement: 6 fine sand) | Sqm | 234 | 282 | 65,988 |
| 28 | Flush / Ruled/ Struck or weathered pointing | Sqm | 195 | 214.4 | 41,808 |
| 29 | Two or more coats on new work | Sqm | 312 | 92.75 | 28,938 |
| 30 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 195 | 97.6 | 19,032 |
| 31 | Two or more coats on new work | Sqm | 78 | 131.45 | 10,253.1 |
| 32 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 2 | 8,613.55 | 17,227.1 |
| 33 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 1 | 1,011.2 | 1,011.2 |
| 34 | 300 mm dia. R.C.C. pipe | Metre | 46 | 902.05 | 41,494.3 |
| 35 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 11,687.1 | 35,061.3 |
| 36 | For pipes 250 to 300 mm diameter | Each | 1 | 785.9 | 785.9 |
| 37 | Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 | Each | 1 | 2,723.65 | 2,723.65 |
| 38 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 5,589.45 | 16,768.35 |
| 39 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 6,258.2 | 18,774.6 |
| Schedule total | ₹57,38,985.23 | ||||
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nit.pdf
NIT
Tenderconditionsforworks01.pdf
ATTACHMENT
SpecialDataandSpecificationofnewsubstation.pdf SPECIAL DATA
ATTACHMENT
Drawingsubstation.pdf
ATTACHMENT
SpecialDataandSpecificationofnewsubstation.pdf
ATTACHMENT
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